http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
고강도 횡보강철근을 사용한 철근 콘크리트 기둥의 구조 거동 평가
이장희(Lee Jang-Hee),김도진(Kim Do-Jin),차상아(Cha Sang-A),백승철(Baek Seung-Cheol),김상우(Kim Sang-Woo),김길희(Kim Kil-Hee),이정윤(Lee Jung-Yoon) 대한건축학회 2010 大韓建築學會論文集 : 構造系 Vol.26 No.8
This paper verifies evaluation of the structural behavior of reinforced concrete columns strengthened with high-strength steel bars by performing an experimental study of 15 large-scale columns confined by high-strength transverse reinforcement. The main variables are the type of cross section (square, circle), the yield strengths, configurations, volumetric of transverse reinforcement, and axial load ratio. The results show that the behavior of columns is more affected by the type of cross section or axial load ratio than by the yield strength or configuration of transverse reinforcement. By increasing the volumetric of transverse reinforcement, the behavior of columns acts more stable. Also by increasing the yield strength of transverse reinforcement, it is supposed that the effect of decreasing the volumetric of transverse reinforcement. Consequently, design of columns will be considered both the yield strengths and volumetric of transverse reinforcement.